HomeMy WebLinkAboutAmarr 18' Heritage 950Amarr Garage Doors dba Entrematic
165 Carriage Court
Winston-Salem, NC 27105
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to
18'-0" Wide with Impact Windows (DP +48.6, -55.0 PSF)
APPROVAL DOCUMENT: Drawing No. IRC-9518-180-26-I, titled "Model 950 Heritage & 655 Oak
Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated
09/30/2015, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shehnerdine, P.E. on
03/03/2016, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance
number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and. Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence,
Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable,
installation instruction drawing reference number, approval number (NOA), the applicable test standards, and
the statement reading 'Miami -Dade County Product Control Approved' is to be located on the door's side
track, bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 15-1124.13 consists of this page I and evidence page E-I & E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
M[At 74DADE COUNTY
., )
NOA No. 17-1010.15
Expiration Date: June 9, 2021
Approval Date: December 21, 2017
Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. IRC-9518-180-26-I, titled "Model 950 Heritage & 655 Oak Summit (24 GA)
1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated
09/30/2015, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine,
P.E. on 03/03/2016.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test per FBC, TAS 202-94
5) Tensile Test per ASTM E8
along with marked -up drawings and installation diagram of Amarr 18' x 7' 24 ga steel garage
door Model 950, prepared by American Test Lab, Inc, Test Report No. ATLNC 0715.0-15,
dated 11/02/2015, signed and sealed by David W. Johnson, P.E.
"Submitted under NOA # 13-0503.08"
2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test
Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E.
C. CALCULATIONS
1. Anchor calculations prepared by Structural Solutions, P.A., dated 11/04/2015, signed and
sealed by Thomas L. Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their
"Satlex Clear and Color Glass Interlayers" approved on 03/17/2016, expiring on
05/21/2021.
F. STATEMENTS
1. Statement letter of code conformance to the 5'" edition (2014) FBC and of no financial interest
issued by Structural Solutions, PA., dated 11/04/2015, signed and sealed by Tomas L.
Shelmerdine, P.E.
Isha I. Chanda, P.E.
Product ControlExaminer
NOA No. 17-1010.15
Expiration Date: June 9, 2021
Approval Date: December 21, 2017
E -1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New Evidence submitted.
A. DRAWINGS
1. None.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21,
E. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6t' Edition) dated 09/11/17, prepared,
signed and sealed by Thomas L. Shelmerdine, P.E.
F. OTHER
1. This NOA revises NOA # 15-1124.13, expiring 06/09/21.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-1010.15
Expiration Date: June 9, 2021
Approval Date: December 21, 2017
E -2
(2) 12 GA. (MIND GALV.
STEEL COMMERCIAL TOP
ROLLER BRACKET ATTACHED
W/(4> 1/4' x 3/4' HEX HEAD
-CREWS PER BRACKET
FOR
ADJUSTABLE ROLLER CARRIER
ATTACHE➢ W/ (2) 1/4' x 1/2'
BOLT & NUT PER BRACKET
5 1/2' 18GAR-TRUSS F
W/ 1
HEX HEAD
SOD SC
EACH CENTS
5 1/2'H X 18 GA, 4f R-TRUSS)
ATTACHED SCREWS
A X 3/44
CST
NE% HEAD SCREWS A7 TILE LES AND
(2) AT EACH CENTER STILE
TYPICAL TUP FIXTURES / •I 1
1
N.T.S,
-_
ATTACHED
3' X 2D GA. ATTACHED
W/(2) 1/4' X 3/4'
-
2' THICK
12 GA COMMERCIAL
TOP FIXTURE ATTACHED W/
(4) 1/4' x 3/4` HEX HEAD
HEX HEAD SCREWS
SCREWS ADJUSTABLE SLIDE
_WS
-
AT EACH END AND CENTER
STILE
BRACKET ATTACHED W/(2)
_
1/4' x 112' BOLT AND NUTS
DURASAFE ROLLER
-
12 GA, DURASAFE
END HINGE ATTACHED
24 GA. MIN
/G-40
EXTERIOR SKIN
GALVANIZATION
5 iX GA. C33KSD
t1ER ATTACHE➢ TO
W/ (2) 1/4' 3/4'
BAKED ON POLYESTER FINISH
GA STEEL -
LV. STEEL RTRUSS ON TOP
ISS W! (3) 1/4' x
HEX HEAD SCREWS
SECTION ATTACHED W/ (3) 1/4'
HEX HEAD SCREWS
x 3/4' HEX HEAD SCREWS AT
EACH END STILE AND (2) 1144
°0
14GA. DURASAFE ROLLER
x 3/4' HEX HEAD SCREWS AT
CARRIER ATTACHED
TO
EACH 'CENTER STILE
LL STEEL 9.5'
0 a
END STILE W/ (4)
1/4' x 2/4'
-
:]CANE ROLLER
HEX HEAD SCREWS
PER CARRIER
RETAINER FOR
EADED SHAFTS
(1) 3' X 20 GA. (8OKSD STRUT
ATTACHED W/(2) 1/4' X 3/4'
... ..
-
,
HEX HEAD SCREWS AT EACH END
AND CENTER STILE ON TOP SECTION
5 X 18 GA. 5 R-TRUSS)
ATTACHED W/(4) 1/
4` % 3/4'
HEX HEAD SCREWS AT EACH OUTER ENDSTILE
TYPICAL TOP SECTOUN DURASAFE END HING aya-v�(2) i/4' X 3/a'
EryEx-}1EgD SCREWS A7 INNER END STILE
CHED
21' MAX
-�_
HEXAHEAD CREWS/AT EACH4 END
I!
AND CENTER STILE
3
DURASAFE
#3 14GA. DURASAFE ROLLER
•
•
END HINGE ATTACHED
E H;
CARRIER ATTACHED TO
W/ (2) 1/4` z 3/4'
°
°°
R-TRUSS V/ (3) 1/4' x
a
HEX HEAD SCREWS
3/4' HEX HEAD SCREWS
B
4
°
y
14GA, DURASAFE ROLLER
CARRIER ATTACHED TO
-
2' 10 HALL STEEL
END STILE W/ (4) 1/4' x 3/4'
STEM HURRICANE ROLLER
KR
HEX HEAD SCREWS PER CARRIER
W/ 7/164 RETAINER F[1R
NON -THREADED SHAFTS
5 1/2'H X 18 GA. (5' R-TRUSS)
5
ATTACHED VIC4) 1/4' X 3/4'
HEX HEAD SCREWS AT EACH OUTER ENDSTILE
AND) W/(2> I/4' X 3/4'
HEX HEAD SCREWS AT INNER END STILE
3 3/4' MIN.
S[DEROOM
OPTIONAL STOP MOULDING
W/ FLEXIBLE SEAL
(SUPPLIED BY INSTALLER>
JAMB BRACKET ATTECHED TO
JAMB W/(1) 5/16' X 1-5/8'
LAG BOLT AND ATTACHED TO
TRACK W/ (1) 1/4 X 5/H'
SPLICE BOLT
5 1/20H X 18
INSIDE ELEVATION
N.T.S.
LARGE MISSLE
IMPACT RESISTANT
WOOD BLOCK BEHIND EACN OUTER EN➢ STILE (2) PER SECTZON
1-1/2' X 2-5/8' X 20-1/2' (21' SECTIONS)
�1-L2' X 2-5/8' X 17-1/2' (18' SECTIDNS)1
(
7) 20 GA. 2-1l4' X 1-7/e' X 3/8'
CENTER STILES ATTACHED WITH (2)
CLINCHED JOINTS AT THE TOP AND BOTTOM
xESINTERIDR FACE RAIL AND
#3 14GADURASAFE ROLLER CARRIER ATTACHED TO R-TRUSS
W/ C3) 1/4' x 3/4' HEX HEAD SCREWS
TRACK MOUNTING DETAIL
N.rs.
TYPICAL INTERMEDIATE DURASAFE END HINGE/ �
ATTACHED W/C2>
HEX HEAD SCREWS AT
I4GA. ADJUSTABLE ROLLER
CARRIER ATTACHED TO R-TRUSS
HEX
F{<AD SCREWS
2 X 6 BYP (NO. 2 OR BETTER)
20 GA. 2-5/8' X 3/4' GgLV,
STEEL END STILE ATTACHED
WITH (7) CLINCHED JOINTS
TO DOORS SKIN <2) AT
THE TOP AND BOTTOM RAIL
✓. STEEL TRACK
THICKNESS .083"
20 GA. 2-3/4' WIDE GALV,
STEEL INTERHIR END STILE
ATTACHED WITH 2) TOG-L
LOCKS TG SKIN AT
THE TOP ANNDD BOTTOM ARIL
BOTTOM HkACKET
13 GA. THICK ATTACHED
W/C31 1/4' X SCREWS
HEX HEAD
2' 10 HALL STEEL
SHAFTS
TYPICAL B[7TTUM BRACKET/ � 1
N.T.S.)mouiic r REvIsea
&Mkfia
ti_ R . Na 1"7�l rr Plt. t c
TWO (2> ROWS OF
THREE C37 VENTS
EQUALS 15 Sp. INCHES
<U 4 1/2'H X 20 GA. C33KSD
GALV. STEEL S ON
HOTTpN OF EACHtH INTERMEDIATE
SECTION ATTACHED W/ (2) 1!4'
HEAD SCREWS AT
EACH EN➢ STILE AND (2) x
3/4' HEX HEAD SCREWS AT
EACH CENTER STILE
(1) 5 1/2'H X 18 GA. C33KSD
GALV. STEEL R-TRUSS ON TOP
.BOTTOM SECTION ATTACHED W/
C4) 3/4' z 3/4' HEX HEAD
CREWS AT EACH OUTER END
STILE AND (2) 3HEX
HEAD SCREWS ATT E EACC H INN INNER
END STILE AND CENTER STILE
(D 5 1/2'H % 18 GA. C33KSD
GALV. STEEL ION ATTACHED
ATTS ON
BOl"fOM SECTACHED W/
3/4' HEX HEAD
SCREWS AT EACH END STILE
x 3/4' HEX HEAD
SCREWS AT EACH CENTER
STILE
CONT. STEEL RETAINER
W/ BOTTOM SEAL
SPECIFICATIONS AND NOTES
1, ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2, EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+437.4 LBS/FT & —495.0 LBS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4, DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN
ROLLED FORMED, W/ BAKED ON POLYESTER FINISH
5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 5 1/2" R—TRUSS AND (1) 3' STRUT ON TOP SECTION,
(1) 5 1/2" R—TRUSS AND (1) 4 1/2" R—TRUSS PER INTERMEDIATE SECTION,
& (2) 5,1/2" R—TRUSS ON THE BOTTOM SECTION
6. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
7. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING
OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS
NOTICE OF ACCEPTANCE, A MINIMUM OF 2 SPECIMENS SHALL BE
CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM
E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE
MANUFACTURER SHALL MAIL TO THIS OFFICE: 'A COPY OF THE
TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE
SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION
FACILITIES. AND A NOTARIZED STATEMENT FROM THE
MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF
34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR
DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
AVAILABLE TRACK CGNFIGURA➢ONS
INTERIOR OF GARAGE,
MAX. WIDTH 18'0"
DESIGN LOADS f
+437.4 LBS/FT SEE NOTE 2
—495.0 LBS/FT
ci1R1 ro
gPTIDNA SHORT PAN LA B CTIDN STR T ANB TI AYO TC
7DP SECTION
WOOD JAMB ATTACHMENT TO STRUCTURE
9 X 6
VERTICAL
JAMB ATTACHMENT
TO WOOD
FRAME STRUCTURE
5/1 b"
X
3" LAG
SCREWS
STARTING
6" FROM
ENDS THEN 10' O.C..
GALV STEEL INTERIOR IMPACT WINDOW FRAME
GALV STEEL EXTERIOR IMPACT WINDOW FRAME WAS BITE ON GLASS
E4 GA. STEEL ➢OOR SKIN
'b/16' OVERALL
1/6' LLEAR ANNEALED GLASS
SAFLEX P
1/B' CLEAR ANNEALEDED GLASS
MANUFACTURE➢ BY GUARDIAN
2. 3/16' % 1/E' SCREW - USE➢ TO
FASTEN THE STEEL E%IMPACT WINDOW FRAME TO
TWE STEEL INTERIOR IMPACT
WINDOW FRAME,
3. 11/64' X 1/E' SCREW - USED TO FASTEN DECORATIVE PLASTIC MOLDED
WINDOW FRAME TO THE ASSEMBLY
2 X 6 VERTiCAI JAMB ATTACHMENT 70 2 000 PSI CONCRETE
HIL71 KWIK BOLT 3/e" % 4" STARTING 6" FROM ENDS THEN 24" O.C. (2 1/2" EMBEDMENT)
HILTt SLEEVE ANCHOR 3/B" X 2-3/4" STARTING 6" FROM ENDS THEN 10" O.C. (1 tj4" EMBEDMENT)
OW/RAMSET REDHEAD (TRU-BOLT) 3/e" X 4" STARTING 6" FROM ENDS THEN 1S" D.C. (2 1/2" EMBEDMENT)
2 X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C-90 BLOCK
SIMPSON 1/4" X 3" TITEN SCREWS STARTING 6" FROM ENDS, USE PAIRS OF FASTENERS (3" APART)
AT e" O.C. (1 1/2" EMBEDMENT)
HILTI 1/4" X 2-3/4" KWIK-CON II+ SCREWS STARTING 6" FROM ENDS, USE PAIRS OF FASTENERS (3" APART)
AT 8" O.C. (1 1/4" EMBEDMENT)
"LAGS AND BOLTS CAN BE COUNTERSUNK TO
•PREPARATION OF WOOD JAMBS 8Y OTHERS
CONCREf€ HOLLOW BLOCK
STRUCTURE STRUCTURE
4' MIN 1-1/E' MIN
2%fi JAMB
TYP.
3' MIN
EMBEDMENT)
4'
SECTIDN B—B IMPACT WINDOW DETAIL
92 03 02 3•
L0
IMPACT GLAZING FASTENER BETAIL
GLAZING MEETS ASTM E1300-04
SB-190
L A➢HESIVE
14 GA. FLAG BRACKET ATTACHED TO WOOD
JAMB
W/ (3) 5/16 DIA. X 1-5/8' LAG BOLTS AND TO
TRACK W/ (4) 1/4'-20 x 5/8 TRACK SPLICE
HOLTS AND NUTS
SPLICE TRACKS AT THIS LOCATION
W/ B TOJA 0 TRACK 3)SPLICE
5/1 BOLTS &NUTS
SECURE TO JAMB WITH (3) 5/1fi' DIA. x 1-5/H'
LAG BOLTS
5/16" DIA. x 1-5/6"
AG BOLT ATTACHED TO JAMB
G ATTACHED W/ (0)
'OUGH) I Tr TRACK SPLICE BOLTT & NUT
N
C
j j_SEE TRBLE i BELOW
FOR JAMB BRACKET SPACING
TRACK CONFIGURATION FOR 6'6" UP TO 14' TALL
TABLE 1
DOOR TRACK ATTACHMENT SPLICE
HEIGHT A B C D E F G H I J K L M N S
G`8 3 5`, I.z1fl 22 ;; , 4' 4fi ,$Tlt, ..,, 7gAL fl L
7' 3,5" 10" 22" 34" 46" 5f811 70" 776'
IFIFO
.�Vt'... �.It£ ,NO 14,
22 $, '"Y:11'tf.�iU It
_ _.,
8' 3.5" 10" 22 34" 46" 58" 70" 82" 88It
13iVoig' 0 2 ':.; < 4F E'i', ' ; ili: it .
tO
94
9' 13,51 10" 1 22" 1 34" 1 46" 1 58" 70" 1 82" 94" 1 100
10' 3.5" 10" 22" 34" 46" 58" 70" 82" 94" 106" 112"
10" ' 8 �{Jt' 122 r: I ,46 SI 7 ?F .7 1ti& F
11' 3,5" 10" 22" 13411 14611 58" 70" 82" (9�4" 10611 11p8" 124"
OF
,�f � - I. 5� - h,..,?<�,'-1;.... .3 ..4 1''1. 1.&&& �:I�} . 'L2''�
12' 3,5" 10" 22" 34" 46" 58" 70" 8FL
OF
2' 94" 106" 118" 130" 136"
1 'G : a' ., , %` 2OFF
2,', 34" F 7A" 2,.t g JjFIH 'I t ii 1A"%, .:., _ 4 " r
13' 3.5" 10" 22" 34" 46" 58" 70" 8211 9411 106" 118" 130" 142" 148"
AFOFFFF6`.. 3 5' 226� .$"', 7fl, ,E2't,4,!, 196' 1 �8 1"42 = 1 ._
14' 3.5" 10" 22" 34" 46111 58" 1 70" 1 8211 1 9411 110611111811113011 1 160"
ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP N0.2 OR BETTER ONLY